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• TKDA ENGINEERS • ARCHI I tC IS • PLANNERS • MEMORANDUM 1500 Piper Jaffrey Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292-4400 (651) 292 -0083 Fax www.tkda.com To: James Studenski, City Engineer Reference: Mueller Office Facility Copies To: City of Lino Lakes, Minnesota From: Scott A. Brink Date: March 6, 2003 Comm. No. 12701 -002 Routing: The construction of an office facility is proposed at the southeast corner of Lake Drive (CSAH 23) and James Street. A set of plans has been submitted to the City of Lino Lakes, and the following review comments are presented based on the following: 1. Plan Set, Sheets 1 -3 (Site, Grading, Drainage, and Erosion Control; Site and Utility Plan; Landscaping and Tree Preservation), dated February 1, 2003, Glenn Rehbein companies, W.A.T. McCully. 2. Certificate of Survey for Robert A. Mueller, Glenn Rehbein Companies, dated February 6, 2003. • 3. Architectural Plans, Mueller Office Facility, RJM, Sheets Al, PH -1, and A3, undated and received by the City of Lino Lakes on February 10, 2003. 4. Drainage Review calculations submitted by W.A.T. McCully and dated February 10, 2003. Comments - General The project site is located adjacent to and along the east side of Lake Drive (CSAH 23), just south of James Street. Access to the site is proposed to be from James Street, including construction access, and a permanent driveway /entryway. However, any work within the CSAH 23 (County) right -of -way will be subject to the conditions of Anoka County, including any permits and restoration requirements. In addition, the Contractor shall adhere to the requirements and limits of construction activity and working hours as established by the City of Lino Lakes. Sheet d - Grading, Drainage, and Erosion Control Plan 1. The site area is approximately 0.75 acres in size, and it does not appear that any wetlands are impacted. Therefore, review and approval of the Rice Creek Watershed District will not be required. However, erosion control measures must be established in accordance with the requirements of the City of Lino Lakes. • 2. The downstream invert elevation of the existing 12" CMP culvert pipe within the Lake Drive right of way must be verified to assure that storm water discharge will leave the site as proposed. An Employee Owned Company Promoting Affirmative Action and Equal Opportunity